B09_Solicitation_amendment_1_attach_1_SPEC_updated_18_Apr_2024_0001.pdf

Class 5 Aggregate Supply Specifications

Location: Theodore Roosevelt National Park – South Unit (MEDORA, NORTH DAKOTA)

Work consists of: Contractor shall supply and deliver aggregate materials conforming to the attached MIX SPECIFICATION necessary for the Government’s maintenance of gravel paving surfaces throughout unit areas of Theodore Roosevelt National Park. NPS staff shall use material to amend, grade and repair the roads with stone macadam within the park.

Material Requirement:

The contractor shall provide all labor, equipment, and incidentals to furnish aggregate materials compliant with NDDOT “Standard Specifications for Roads and Bridges”, 2023 Edition, Section

816.01.

www.dot.nd.gov/sites/www/files/documents/Standard%20Specifications/2023%20Standard%2

0Specifications.pdf

This order shall include supply and delivery of Cass-5 Aggregate to the Mix Pit area in the South

Unit of the park.

Quantity of Order: 1,018 Cubic Yards (~1,386 Tons)

FOB Destination: 151 4th Street, Medora ND 58645

Stockpile delivery placement at: 46.950740, -103.516748 (Per attached MAP)

Delivery:

All delivery is encouraged to utilize the West Interstate Exit off I-94 for Medora due to delivery requirements within the Town of Medora.

Delivery Schedule:

Hours for delivery shall be 7:30am to 3:30 pm Monday thru Friday. No delivery on weekends or observed national holidays without prior approval from the park. All deliveries activities will require coordination with the park’s project manager. The designated government representative shall identify the specific dump locations within the material storage area for each truck load.

Any required road haul agreement or permit is solely on the responsibility of the contractor.

These will need to be obtained through the Billings, McKenzie County Highway Department or

Stark County Highway Department depending on delivery route taken. Omission of county http://www.dot.nd.gov/sites/www/files/documents/Standard%20Specifications/2023%20Standard%20Specifications.pdf http://www.dot.nd.gov/sites/www/files/documents/Standard%20Specifications/2023%20Standard%20Specifications.pdf

Authority Having Jurisdiction (AHJ) between source and park disposition site shall be borne by furnishing vendor.

MAP

Submittal list:

1. Mix Tickets for each delivery of Class 5 Aggregate.

2. Scale Tickets Quantity in Cubic Yards with load weight for each truck for, each delivery, Not TO Exceed a total of 1,018 cubic yards.

3. Supplier must provide delivery FOB Destination: Medora, ND with final placement at park material storage area(Mix Pit: 46.950740, -103.516748).

SCALES AND WEIGHT TICKETS

The contractor shall be responsible for performing and documenting weight measurements at by providing weight tickets for each truck delivering material at site.

Supply Specifications

1.) Class 5 Aggregate

a. Quantity- 1,018 Cubic Yards TOTAL (~1,386 Tons) 2.) Mix Specification: - CLASS 5 Road Aggregate - Per NDDOT TABLE 816-01 (Attached) –

a. 816.01 GENERAL Provide material consisting of sound, durable particles of gravel or sand which may include limited quantities of fine soil particles as binding material. Use material that is free of any deleterious material or organic material.

b. 816.02 MISCELLANEOUS AGGREGATES Supply aggregate that meets the requirements of Table 816-01.

The maximum Plasticity Index (PI) for class 5 aggregate is based on the material gradation and is derived from the following formula: Max PI = 10 − (percent passing the No. 40 sieve ÷ 10) The PI of the material will be determined in accordance with test ND T 90, “Determining the Plastic Limit and Plasticity Index of Soils”.